GRAHAMSTOWN
| Name | GRAHAMSTOWN |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | GRAHAMSTOWN |
| Purposes | S - water supply |
| Owner/Operator Name | Hunter Water Corporation |
| Consultant Name | Water Conservation and Irrigation Commission, NSW |
| Contractor Name | Water Conservation and Irrigation Commission, NSW |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Grahamstown_Dam |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900269 |
| Nb References ICOLD | 1 |
| References ICOLD | M.A. Hindley, C.P. Thorne, C.F.R. Fitzhardinge (1973). THE APPLICATION OF THE BENTONITE SLURRY TRENCH METHOD TO CONSTRUCT SIMULTANEOUSLY AN IMPERMEABLE CORE AND A DEEP CUT-OFF FOR THE GRAHAMSTOWN DAM. 11th Congress of ICOLD-CIGB. Madrid, Spain. CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Off Stream |
| City | Newcastle |
| State | New South Wales |
| Longitude | 151.78741 |
| Latitude | -32.761944 |
| Zone ISO 3166 | AU |
| Built | 1969 |
| Particular | |
| Dam Type | TE |
| Sealing | ie |
| Foundation | S |
| Height (m) | 12.0 |
| Length (m) | 4794.0 |
| Spillway Capacity (m³/s) | 800.0 |
| Spillway Type | V |
| Detailed Type of Dam | |
| Elevation (m) | 8 / 11 [e] |
| Volume Dam (1,000m³) | 2124 |
| Reservoir Volume (1,000m³) | 152597 |
| Reservoir Area (1,000m²) | 24600 |
| Reservoir Length (km) | |
| Catchment (km²) | 97.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900269 |
| Reservoir ISO 3166 | AU |
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